Development of a Composite Pavement Performance Index

Development of a Composite Pavement Performance Index PDF Author: Farhad Reza
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :

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Book Description
Every agency responsible for the maintenance of roadway systems faces the problem of insufficient funding to perform all of the necessary repairs on all pavement sections. Therefore, highway agencies must adopt a pavement management system (PMS) to help set priorities. The PMS includes a method for evaluating pavement performance on a routine basis and identifying sections with a need for rehabilitation or maintenance. A comprehensive evaluation of a pavement section should include surface friction, structural adequacy, pavement distress and roughness. Due to the prohibitive costs, surface friction and structural adequacy are not commonly used in the United States as part of the routine inspection procedure for pavements. Many states in the U.S. use a pavement rating system that is based solely on visible surface distresses, while others use an index based on ride quality alone, to perform the regular evaluation of pavements and to select projects for rehabilitation or maintenance. Some states use a combination of distress and ride quality. The Ohio Department of Transportation (ODOT) utilizes the Pavement Condition Rating (PCR), which is based on surface distress, for project selection. Studies show that pavement roughness is the most important issue for customer satisfaction followed by distress. Roughness may also lead to increased deterioration rates, which in turn increase the severity of the roughness. This report outlines the development of a new performance index for pavements that incorporates aspects of ride quality together with surface distress, for possible adoption by ODOT. The proposed index is called the Pavement Quality Index (PQI). The PQI does not require any new measurements or methods; rather, it simply utilizes procedures that are already in place and well established in Ohio. The PQI is an amalgam of the PCR and the International Roughness Index (IRI). The new composite performance index is expected to result in an increase in user satisfaction with highway systems, together with improved decision-making in the pavement management process.

Development of a Composite Pavement Performance Index

Development of a Composite Pavement Performance Index PDF Author: Farhad Reza
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :

Get Book Here

Book Description
Every agency responsible for the maintenance of roadway systems faces the problem of insufficient funding to perform all of the necessary repairs on all pavement sections. Therefore, highway agencies must adopt a pavement management system (PMS) to help set priorities. The PMS includes a method for evaluating pavement performance on a routine basis and identifying sections with a need for rehabilitation or maintenance. A comprehensive evaluation of a pavement section should include surface friction, structural adequacy, pavement distress and roughness. Due to the prohibitive costs, surface friction and structural adequacy are not commonly used in the United States as part of the routine inspection procedure for pavements. Many states in the U.S. use a pavement rating system that is based solely on visible surface distresses, while others use an index based on ride quality alone, to perform the regular evaluation of pavements and to select projects for rehabilitation or maintenance. Some states use a combination of distress and ride quality. The Ohio Department of Transportation (ODOT) utilizes the Pavement Condition Rating (PCR), which is based on surface distress, for project selection. Studies show that pavement roughness is the most important issue for customer satisfaction followed by distress. Roughness may also lead to increased deterioration rates, which in turn increase the severity of the roughness. This report outlines the development of a new performance index for pavements that incorporates aspects of ride quality together with surface distress, for possible adoption by ODOT. The proposed index is called the Pavement Quality Index (PQI). The PQI does not require any new measurements or methods; rather, it simply utilizes procedures that are already in place and well established in Ohio. The PQI is an amalgam of the PCR and the International Roughness Index (IRI). The new composite performance index is expected to result in an increase in user satisfaction with highway systems, together with improved decision-making in the pavement management process.

Development of Index Based Rigid and Composite Pavement Performance Models

Development of Index Based Rigid and Composite Pavement Performance Models PDF Author: Corey J. Landry
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages :

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Book Description


Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields

Eleventh International Conference on the Bearing Capacity of Roads, Railways and Airfields PDF Author: Inge Hoff
Publisher: CRC Press
ISBN: 100073871X
Category : Technology & Engineering
Languages : en
Pages : 673

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Book Description
Innovations in Road, Railway and Airfield Bearing Capacity – Volume 3 comprises the third part of contributions to the 11th International Conference on Bearing Capacity of Roads, Railways and Airfields (2022). In anticipation of the event, it unveils state-of-the-art information and research on the latest policies, traffic loading measurements, in-situ measurements and condition surveys, functional testing, deflection measurement evaluation, structural performance prediction for pavements and tracks, new construction and rehabilitation design systems, frost affected areas, drainage and environmental effects, reinforcement, traditional and recycled materials, full scale testing and on case histories of road, railways and airfields. This edited work is intended for a global audience of road, railway and airfield engineers, researchers and consultants, as well as building and maintenance companies looking to further upgrade their practices in the field.

Pavement Performance Model Development: Volume II - Final Model Development. Final Report

Pavement Performance Model Development: Volume II - Final Model Development. Final Report PDF Author: John P. Zaniewski
Publisher:
ISBN:
Category :
Languages : en
Pages : 428

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Book Description


Development of Pavement Structural Capacity Requirements for Innovative Pavement Decision-Making and Contracting: Phase II

Development of Pavement Structural Capacity Requirements for Innovative Pavement Decision-Making and Contracting: Phase II PDF Author: James M. Bryce
Publisher:
ISBN:
Category : Pavements
Languages : en
Pages : 42

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Book Description
The structural capacity of a pavement has been shown to be a good indicator of the required maintenance and expected performance of pavements. However, results in the literature provide few indices for rigid and composite pavements. This study developed an index that produced promising results for use with composite pavements. The index relates deflection measurements to the performance of the pavement. Limited conclusions could be drawn from the results of rigid pavement testing due to the limited sample size and scope of the available data. The report presents steps for including the structural indices in pavement evaluation and management processes and a tool that can be used by engineers to calculate the structural indices for flexible and composite pavements based on defined input parameters. A number of recommendations for implementation are made based on the findings of this study.

Structural Behavior of Asphalt Pavements

Structural Behavior of Asphalt Pavements PDF Author: Lijun Sun
Publisher: Butterworth-Heinemann
ISBN: 0128028939
Category : Technology & Engineering
Languages : en
Pages : 1072

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Book Description
Structural Behavior of Asphalt Pavements provides engineers and researchers with a detailed guide to the structural behavioral dynamics of asphalt pavement including: pavement temperature distribution, mechanistic response of pavement structure under the application of heavy vehicles, distress mechanism of pavement, and pavement deterioration performance and dynamic equations. An authoritative guide for understanding the key mechanisms for creating longer lasting pavements, Structural Behavior of Asphalt Pavements describes the intrinsic consistency between macroscopic performance and microscopic response, structure and material, as well as global and local performances, and demonstrates the process of pavement analyses and designs, approaching science from empirical analyses. Analyzes the external and internal factors influencing pavement temperature field, and provide a review of existing pavement temperature prediction models Introduces a “Bridge Principle through which pavement performance and fatigue properties are consolidated Defines the intrinsic consistency between macroscopic performance and microscopic response, structure and material, as well as global and local performance Summaries the mechanistic response of pavement structure under the application of heavy vehicle, distress mechanism of pavement, pavement deterioration performance and dynamic equations, and life cycle analysis of pavement

Longterm pavement performance information management system pavement performance database user reference guide

Longterm pavement performance information management system pavement performance database user reference guide PDF Author:
Publisher: DIANE Publishing
ISBN: 1428995234
Category :
Languages : en
Pages : 172

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Book Description


Pavement Performance Model Development: Volume I - Executive Summary. Final Report

Pavement Performance Model Development: Volume I - Executive Summary. Final Report PDF Author: W. Ronald Hudson
Publisher:
ISBN:
Category :
Languages : en
Pages : 20

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Book Description


Composite Pavement Systems

Composite Pavement Systems PDF Author: Shreenath P. Rao
Publisher: Transportation Research Board
ISBN: 030912946X
Category : Technology & Engineering
Languages : en
Pages : 122

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Book Description
Experimental composite pavements were constructed at MnROAD in Minnesota and the University of California Pavement Research Center at Davis, where the pavements were instrumented and monitored under climate and heavy traffic loadings. A composite pavement consisting of HMA over jointed plain concrete also was constructed in the field by the Illinois Tollway north of Chicago. At the Tollway, extensive field surveys were performed on 64 sections of the two types of composite pavements. This project also evaluated, improved, and further validated applicable structural, climatic, material, and performance prediction models, and design algorithms that are included in the AASHTO MEPDG and DARWin-ME, CalME, NCHRP 1-41 reflection cracking, NCHRP 9-30A rutting, and the Lattice bonding model. The current DARWin-ME overlay design procedure for HMA/PCC and a special R21 version of the Mechanistic-Empirical Pavement Design Guide (MEPDG [v.

Long-term Modelling of Composite Pavement Performance

Long-term Modelling of Composite Pavement Performance PDF Author: Evangelia Manola
Publisher:
ISBN:
Category :
Languages : en
Pages :

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Book Description